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HomeMy WebLinkAboutBreedlove PPZ La w '� =w �- 0 LD ;Zz= J U aW 0 CO r � � 0 o N Zo �x =3 I-- =a Z~z � J U Zco mo of J w CO 0 LU °o w Cn 0-Z) Z 0-o X� _I-- °co J O Z U Ow z~ a� COW X LL w w 0 CO ,a LU =M x U x LULU CO I.- r J =a J �a LULU U w rn >-� mo J Z a COW wI-- ,n wx -j J9 coCn Zw 0 wre =a wW _} Z z 3. =o o> i� Xw o,- zLU LU H U J J �_ 5N 00 ,a ,m w= =� �- z ar F 2 wU - _iR _- 00 <� w U 5 J wa ,_ o °0 Do Z Lu ¢0 Z X� LU LU Z J w= 0� 0 z m = J oZ w- aZ LUZ w ,w _M LU U w O 3-w ¢Cn w wI-- � LL U O zw oU) J N w ZE 0 o� z= L)a ow J F aN 0 w Z ,L 7 U J w a Z U w LF Zz = O J 0 M8 0-o COW �! a LU ofU, ¢ in w z� 1a Z 130 LU ;n x= PROPOSEDLEGEND PROPERTY BOUNDARY PROPOSED ROW BOUNDARY PROPOSED LOT LINE PROPOSED EASEMENT LINE PROPOSED ASPHALT PAVEMENT [>A] PROPOSED WATER METER S PROPOSED GATE VALVE IL PROPOSED FIRE HYDRANT PROPOSED WATER LINE -W 111011111110111 PROPOSED HEADWALL FG= 392.00 ----e -132 C322 W BRAZOS COUNTY NOTES: PROPOSED CULVERT PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING CONTOUR COLOR OF EXISTING ITEMS TO BE REMOVED EXISTING LEGEND AE AERIAL ELECTRIC FINES 6P WATER METER 00 CLEAN OUT X X BARBED WIRE FENCE 0 UTILITY POLE WIRE MESH FENCE A/C UNIT ❑E ELECTRIC SERVICE �� WOOD FENCE H WATER VALVE W WATER LINE S SANITARY SEWER EXISTING EASEMENT LINE 1� , , , 11 I / � 7/ GRAVEL 111111111 1111111111111 1111111111111 iiiiiiiii CITY UMITS UNE a g CONCRETE ORIGINAL SURVEY UNE � = ASPHALT GA Development Note No structure or land within this plat shall hereafter be located or altered without first obtaining a Development Permit from the Brazos County floodplain administrator. The minimum lowest finished floor elevation shall be one (1) foot higher than the highest spot elevation that is located within five (5) feet outside the perimeter of the building, or two (2) feet above the Base Flood Elevation ("BFE"), whichever is higher. G.2 Mailboxes Rural mailboxes shall be set five (5) feet from the edge of the pavement or behind curbs, when used. All mailboxes within county arterial rightOofOway shall meet the current TxDOT standards. Any mailbox that does not meet this requirement may be removed by Brazos County. For SingleOFamily Residential Developments, MultiDUnit Residential Developments or Manufactured Home Communities, Neighbor Delivery and Collection Box Units ("NDCBUs"), or community mailboxes, shall be required. If possible, these mailbox units should be installed on low volume intersecting roadways or on private property. Locations for the NDCBUs shall be shown on the construction Plans. G.3 Roadway Construction In approving this plat by the Commissioner's Court of Brazos County, Texas, it is understood that the building of all roads, and other public thoroughfares and any bridges or culverts necessary to be constructed or laced is the responsibility of the owners of the tract of land covered b this plat in P P Y () Y accordance with the plans and specifications prescribed by the Commissioner's Court of Brazos County, Texas. Said Commissioner's Court assumes no obligation to build any of the roads, or other public thoroughfares shown on this plat, or of constructing any of the bridges or drainage improvements in connection therewith. The County will assume no responsibility for drainage ways or easements in the subdivision, other than those draining or protecting the road system. GA Owner's Responsibilities It is the responsibility of the owner, not the County, to assure compliance with the provisions of all applicable state, federal and local laws and regulations relating to the platting and Development of this property. The County assumes no responsibility for the accuracy of representations by the other parties in this lat. Flood lain data in articular, may change. It is further understood that the owners of the tract of p P � P � Y 9 land covered by this plat must install at their own expense all traffic control devices and signage that may be required before the roads in the subdivision have finally been accepted for maintenance by the County. DRIVEWAY CULVERTS: LOTS 2 THROUGH 13 SHALL PROVIDE A MINIMUM 18" CULVERT TO MAINTAIN ACCEPTABLE STORMWATER FLOW IN THE DITCH ALONG BREEDLOVE DRIVE. LOT 1 IS AN EXISTING SINGLE FAMILY HOME AND WILL REMAIN \ -/ COLLEGE STATION �- - - CITY LIMITS LINE Q - / - � / Y - - O� �O N \ 1 H Q i 4`�,\ Qvv0��TP °°o �- /, / �- x°Fy Po � / Qv� 6,1 / 0 `�' PROPOSED 10' PUBLIC L -� / e 6 UTILITY ESMT / �; _ /� \ / \ / / ° / // ! / A �'F / / / v� / \ x� j Q � s ( / / F / OOP O/ OY PO - - V ( / / �A\� �� PO i � / Ti o\P�/ - / PRELIMINARY PLAN CERTIFICATION ; / I WIDE TGAS�SPMENT / / \ 1 / \ 4,� THE COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS VOTED / / VOL /,3�9' AG. 200 ' E / � °s //; T \' oh PROPOSED 10' / j AFFIRMATIVELY TO RECOMMEND CONDITIONAL APPROVAL OF THIS PRELIMINARY �� !/ o�' PRIVATE DRAINAGE / / PLAN, SUBJECT TO CONDITIONS ENUMERATED IN MINUTES OF THIS DATE. / > / I / / °�`' ) EASEMENT / / / / / Q �� o / \� / $ DATED THIS DAY OF ,20 / /COL�j �E/STAroN /' ''/ �� \ �� � ��°. y / / CIX LiMI� FINE l / �\G� EGA ) / �� F, / / / Os���� / � //�� / S48° 04' 41 "E / / I � �� / �°s � /PROPOSED 10' PUBLIC 15.04' / / 1 / ) L-1 04.1 4, co EDv / / UTILITY ESMT / R=6o.00 REA \// / >,�,- PROPOSED MAILBOX 'i � cL 91.55 \ CB S52°42'01 "E I / �% COUNTY JUDGE L CLUSTER LOCATION � A=99'26'34.3'" 0v / Q��o/ � ,a�s� / sue° - / BRAZOS COUNTY, TEXAS // / / / % ! �0 ��- . \ / / \K \� .;°�' / - / °�'���� / / / /11��o. \ PROPOSED FH x0 00 / s _ I 1 /i / ! / /�.�� v �� �� o / , / PROPOSED 20' PUBLIC , - - / / / / / \sue \\ % / UTILITY ESMT (TYP.) > s / N48°04'41"W / ITIN �� - / �' -,Y16 �Po / _ / �. i / / 14.78' /CdvERo \> / 1\ ���Q,/ y7� / / // �� l �REA / \ / - 7 F \ o / / � - - / ,o - --- / .o - - \ \ / / / ' / N53° 24' 11"E 23.50' - S48° 03' 06"E 7.11' PROPOSED � I ° p� l p / \ / / \ 16 PUE G P / 1 -�� / / R2 / / / / / //, / / / / / \ 5. �o � / - / °oo° -/- - ' _ � � l � v - - ��� - / / / / L-104.08, 1 0 / _ / 112 � 45 / i / / " / / / R-60.00 w C 43 1 / �\ /,// -�O �: / > f / PROPOSED 8" _ / / �) 6 - i N�F / / / / ) CB-N43-29'05"W + L - -- - \ N � "3o Q / / / SHE T CA,- AM / - o WELLB RN WATER LINE - i `L UNII,ARSITK ''(StM / \ I \- > C �, - _/ i / / \ N48° 04' 41 "W 16.86' \ \ - � ` \ \ o, i / / 304 � - / % _ / N F/ TENTH TR'AQT,CALLE�, / / T \ W \ o l / / / 03, AXkES / / �� / l 0 1 % / o� - - / 0 ' ,�'�/ -/ \ 0468 D LING, LLC / / / (8 r/4180' ORBC / a� / xo G� PG w \ % \ �, \ / L_� M G� \, f / �, / / o / ( W / \ CALL 5. o0o ACRES / , , / / / ° 4i G V ;' / / � 306 X J8 S5 247 OPRBCT \ / 0 / ) // O 1 0 N -/ °sr / 0 -- O g / // Q o 1 316 s \ - / / �^ KE I 3o O ✓ / / / F CO // \° / , , i % / , �� / / / POND/ 0 P °� Urr / / / / / o�H / / \, \ /`1 / / ��� u PO 'N F % i / `R° / --3 / / / OY (T/,-',,/� / / / -�Ie PROPOSED 10' PRIVATE \ \ \ L y ,°p ,P\ K� VT\ ' / / / ' / // , / \ \ \ PROPOSED \� 'B° W \ � \ // �\ ` - x P 0 O , ° \ / S P A P i / / j ; ; � DRAINAGE ESMT AND PUBLIC , � \ �, \ �, / �, / / / / sr / - � 0 wo - / w / TB, \ UTILITY ESMT 16 PUE \ �� �V / " K X \ / / �� Q AP V sroRR E \ / / //// S / ) / N / �\ 4�2 / OL G� PG\ \ � / 00 Q 0� ( 6uILDI�G \ ' / / / / / ' ,// l p", / A 16T G� PG / TIN yam; : x x0 0 U �� / ° \� Y / � � - i ) / / 0 0. LIVESTOCK \ \ 6 / / H ch° \ T Y 0 \. / / I Q 0 Q �° l / i //' \ © j Q �, e�� \�, 0 I / PEN \ 31Z \/ / F I- / ) �� \ / / i / F / T /I/� �_- / �0i � R=510.00 _ _�_ _� / - �� -- I / / /// \OvJ ��N Q� sr�C j \ � � / 'Jy CB-S41'37'39"E - X \ 4/P`A, / , � / � -/ \��' > / / --- G // / / \� x0, A� 0 A=1 2'54'04.9" T ,0 G) P �s W , � o i 11 / L //�� CX Ox\, E/,a )�_ /) \ L E G1 / / / / -) N O �� �) E F \ / o \fir°° �9 INSPECTIONS/CERTIFICATIONS NOTE ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY LOCAL CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO SUBSTANTIAL PROJECT COMPLETION. PERMITS NOTE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES AND/OR UTILITY SERVICE COMPANIES PRIOR TO START OF CONSTRUCTION. VICINITY MAP 1•-2000' GENERAL NOTES 1. BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS STATE PLANE CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM CPS OBSERVATION USING THE LEICA SMARTNET NAD83 (NA2011) EPOCH 2O10 MULTI -YEAR COPS SOLUTION 2 (MYCS2). C. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED, TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00010150997406 (CALCULATED USING GEOI)12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE COMMITMENT ISSUED BY FRONTIER TITLE COMPANY, GF NO, 22113921 CS, EFFECTIVE DATE: 05/01 /2022. ITEMS LISTED ON SCHEDULE B ARE ADDRESSED AS FOLLOWS: • ITEM 10a: 20' WIDE ELECTRICAL EASMENT TO THE CITY OF BRYAN RECORDED IN VOLUME 141 PAGE 394 (DRBCT) DOES AFFECT THIS TRACT. THIS EASEMENT IS BLANKET IN NATURE AND NOT PLOTTABLE. ITEM 10b: 3' WIDE PIPELINE EASEMENT TO WELLBORN WATER SUPPLY CORPORATION RECORDED IN VOLUME 303, PAGE 367 (DRBCT) DOES CROSS THIS TRACT AS SHOWN. • ITEM 10e: BOUNDARY LINE AGREEMENT RECORDED IN VOLUME 8818, PAGE 146 (OPRBCT) DOES AFFECT THIS TRACT AND IS SHOWN HEREON. ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. 5. THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE PLAT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. 6, THIS PROPERTY DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN IDENTIFIED IN TEMA FIRM MAP 48041 C0305F, DATED APRIL 2, 2014. 7. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). HOA DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT IN ACCORDANCE WITH UDO SECTION 8.4.S OWNERS ASSOCIATIONS FOR COMMON AREAS AND FACILITIES. 8, NO CONSTRUCTION, LANDSCAPING, GRADING, OR STRUCTURES SHALL IMPEDE, CONSTRICT, OR BLOCK THE FLOW OF WATER IN ANY PRIVATE DRAINAGE EASEMENTS. 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS WELLBORN SUD. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. COUNTY REGULATION SETBACK NOTES ACCORDING TO THE BRAZOS COUNTY SUBDIVISION REGULATIONS DATED 7-5-2016, THIS LOT IS SUBJECT TO THE FOLLOWING BUILDING SETBACKS (R) FROM EDGE OF EASEMENT AS SHOWN HEREON: FRONT SETBACK - 25 FEET SIDE SETBACK INTERIOR ( ) - 10 FEET REAR SETBACK - 20 FEET SURVEYOR'S CERTIFICATEo ///x�ooC/ �� ���, �,�, A GO P i / -=-T o // M ) / / i �. � v 0 0 � / - � - - Q 0 °�., -s�� - I, NATHAN PAUL KERR, R.P.L.S, NO, 6834, DO HEREBY _ \ ,x/Q / LOT 5 - \ °h`'� ����- / _ / L 169.66, / / / �� -- - - �,�/ \'� �u, �����E� r / � / ( \� / � � '� \ \ - -- �, / / � � o \ , CERTIFY THAT THIS SURVEY SUBSTANTIALLY COMPLIES -; / N/F �, �°` v \ % R=44o.00 PROPOSED / - -� ) // a� \�� s4B°o4'41"E , 5/8 INCH / 1 / RON A & KEYAN Z SALZMAN �� % 7 CL=168.61 0 - \ � EXIST 36.02' WITH THE CURRENT TEXAS SOCIETY OF PROFESSIONAL Z ) \- - / \ o, M / BOX CULVERT __ , ' / WATER � ry 'C s\ / RE BENT 11066 STILLWATER RD ) CB-N34'14'37"W / , '& - P/ SURVEYORS MANUAL OF PRACTICE REQUIREMENTS FOR ( ) WELL C / v � COLLEGE STATION, TX 77845 V � �- � ( / 422°05'34.4" � / /i/ A - � woo � �?' � %' od' -V � Al %1``� \ r A CATEGORY 1 A, CONDITION 3, LAND TITLE SURVEY AS ) - �Q / / VOL. 3798, PG. 107 � � A � / / eAR MADE ON THE GROUND UNDER MY SUPERVISION./ \ / // { /> - - �--0 G� / �� / I I / � / / SINGLE �/FI 1 i V / / , V 00 1� G P � � � � % 3 � ' ° �11 / / °sr `�� �' / x0 0 PROPOSED ASPHALT / / Y�_ )/ / STORr - xW L106.35, � �� � / \ � / \ � / ' N 0 i BRICK INCH IRON -RED WITH r \ �� 0 \ \\. ) P-265.00 ( / HOUSE - - / l / /� \ �� PAVEMENT 1\\ \ \ /� - � LOW PLASTIC CAP STA7WPED 71 / �� C L1 0 5.6 4 / 00 i BRICK / / / �7.39' �p��' / V Q �) 'KERR 4502FOUND (CM), u' / °� L-206.27, - , _ CB--S34'41'39"E j M° %M GARAGE - 1 - � / T, -\ c LEGETA 0Nl / 306 R475.00 V ��" % - 4=22°59'38.6" �E�X / -b - \ �, LIMN LINE \ / / A r / - - - - -/--/ V /� F �° -- /� ) �' N/F / CL-204.65 \ / - / �� --- -- / ,, ill0 \\BHO ABO PROPERTIES, LLC \ � CBS35 38 1 5"E � °ETAL � / � I LOT 1, ARNOLD SUBDIVISION NATHAN PAUL KERR - / �\ ti°'� / / �_ A-24'52'51.6" �� /� �� �, �� -_-_-/ / ��,;l A \ PROPOSED10' % // - �� i / ) REGISTERED PROFESSIO\E i / / _LOT 4 �° / /® r �� ��° o y 5087 169 oPRecT / _ L-13o.90, o o PUBLIC UTILITY ' Qx N� PROPOSED 20' PUBLIC - h' - Q _ - R 3oo.00 / o WY \� I LAND SURVEYOR N0. 6834 ��� - _ \ L �\ ' ,v \ _ �h� �> \ CL129.86 N/� / EASEMENT of bh >�3 - - v THOMAS D &DIXIE L-MCDOUGAL ��� / UTILITY ESMT (TYP.) ��� / A T 0 A /) `� S R / Y - /Y RIGHT OF WAY \ � - � � 11088 STILLWATER RD ° 1�3 \ °��N /� / ,A 1 0 CB �35°41'49"E BLOCK r / , \ f 1 jk,-v �' DEDICATION - - V / / �, / / � `� 34=25'00'00.0" / q �. 490 AC�/ ° _ �CO EGE STATION, TX 7784� � �`� /� � \ T Q 0/ V 2342, PG: 3 \ \�� % f L / J )� \ O5 , x� / /o ��, / - �.,°` � (0.227 ACRES) / - \ �, 1� --- T F \ �) - ) P,,o°°� �^ i COY ss ; ,�s9 7 / \�' q c \ 00 � � � / -� VY � / / � / \ � / �L, U �. /' � /�'4 � � / // � �/ RF eENr \ \ v ° � / �� - / �I = A \ °4 ° \x �� NO q� � 2� K� r- \ r-- ( �) � -- - �, PROPOSED 10' PUBLIC T -- `� / L ( - � I FQx° \ Y5 0 .s / / / ) \ �sr v- � I E ) / L, Y L5 6 °W / V>CV /; ��O O� \ zs Q�� 7 ��� A UTILITY ESMT 1 ) / o LH ) / vC 9V Asti / L Line Table Line Distance Bearing L1 60.29' N480 04' 041"W L2 23.80' S840 39' 57"W L3 68.85' S200 37' 06"W L4 27.13' S350 31' 31"W L5 30.57' S510 33' 06"W L6 20.22' S860 59' 37"W L7 17.07' S640 21' 22"W L8 26.65' N88° 42' 43"W L9 50.62' S150 57' 34"W L10 10.33' S580 48' 34"W L11 21.73' S130 53' 23"W L12 20.25' S420 17' 03"W L13 16.48' S90 49' 39" W L14 28.04' S250 25' 15"W L15 13.19' S550 02' 16"W L16 27.02' S230 11' 50" E L17 27.26' N 200 26' 09" E L18 50.54' N 530 41' 16" E L19 25.52' S890 10' 00" E L20 14.66' N 480 22' 06" E L21 19.68' N 23° 39' 42" E L22 35.57' N 830 45' 12" E L23 17.39' N 170 11' 30" E L24 11.02' N 700 35' 49" E L25 19.41' S870 21' 29" E L26 12.63' N 52° 32' 04" E L27 22.30' N 21° 15' 55" E L28 18.22' N 34° 26' 36"W L29 32.37' N 29° 13' 43" E L30 36.10' N 570 43' 12" E Line Table Line Distance Bearing L31 34.05' N 23° 11' S0"W L32 11.24' N 23° 11' 50"W L33 57.98' S640 06' 13"W L34 78.09' S400 41' 28" W L35 23.58' S330 38' 49" W L36 47.01' S270 11' 27" W L37 42.56' S460 20' S0" W L38 16.28' S 1° 33' 17" W L39 17.34' S370 47' 22"W L40 17.04' S20 20' 02" E L41 18.96' S280 44' 07" W L42 25.89' S20 42' 03" E L43 34.89' S720 49' 04" W L44 20.00' S370 42' 05"W L45 12.30' S760 05' 43"W L46 73.23' S480 04' 41" E L47 78.68' N 560 02' 00" E L48 26.72' N 70 07' 20" E L49 35.09' N 32° 56' 57" E L50 70.41' N 35° 50' 02" E L51 31.94' N 370 42' 16" E L52 78.09' N 270 06' 42" E L53 25.66' N 32° 32' 42" E L54 46.31' N 24° 50' 39" E L55 41.37' N 370 25' 27" E L56 19.85' N 41° 24' 04" E L57 1.09' S480 15' 03" E REFERENCE MARKERS IF THE CONTRACTOR RELOCATES REFERENCE MARKERS WITH A NEW REFERENCE MARKER, IT SHALL BE LOCATED WITHIN A HORIZONTAL AND VERTICAL TOLERANCE OF 0.1 O' TBM "A" TBM "B" A 1/2 INCH IRON ROD LOCATED 1" BENT IRON ROD LOCATED APPROXIMATELY 3.4 FEET APPROXIMATELY 13.3 FEET FROM WOOD FENCE CORNER FROM EDGE OF PAVEMENT ELEVATION = 319.0 FEET ELEVATION = 320.6 FEET NORTHING:10,194,516.554 NORTHING:10,194,757.932 EASTING:3,550,826.867 EASTING:3,551,042.467 TBM "C" A 5/8 INCH IRON ROD LOCATED APPROXIMATELY 13.9 FEET FROM WATER METER BOX ELEVATION = 319.8 FEET NORTHING: 10,194,638.025 EAST I N G : 3, 550, 934.898 TOPOGRAPHIC SURVEY NOTE EXISTING HORIZONTAL CONTROL AND BOUNDARY INFORMATION SHOWN ON THESE PLANS WAS PREPARED BY KERR SURVEYING OF BRYAN, TX. vERTICAL DATA AND TOPOGRAPHIC INFORMATION WAS OBTAINED USING A COMBINATION OF FIELD DATA TAKEN BY KERR SURVEYING, AND LIDAR DATA TAKEN IN 2020. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. THE ENGINEER'S SEAL ON THESE PLANS DOES NOT APPLY TO THE PROPERTY BOUNDARY INFORMATION SHOWN HEREON. / I v1 vI /// -�- XA , _ �//r �V0 i\ � / \ ( , �6 , r � / Lfi - / ��� I Y�' � A T IV GC,O � PGjN I i y v � - � /A P NON>�� �'� � � � woo � P35' )E vJS"c T e \\ v 1 / T ��i RC RPI / �o U 9 T Y O V APWO .A i � L ` , , �' DN L I O C00 i ti S \ �. P 0 / c JO M 0 S48° 11 55"E 36.02' L � � � �_� o" I , �0 I� �\ N T 1 0 �A� '�� �� A< d ' � 00 C�� F cWX �I \ V A SLOT �o / � GJ O P� P� i A Y G1 0 , �o O / 0 � e L - / / \ /`/�D ' G P 2 X� G' P 0� / /d \Q �0) / L� / 5/8 ,I-scy � / RF /�1 �9 /� - - \F 9 -0J �. / N/F 'o� \ - L ti�� I / �Pv >o.� L25 �V x� _ N�D�OLT L / o �o °As'- TAT° ox �� �� PT% A 1\ THOMAS D & DIXIE L MGDOUGAL O / F J N86 48 08 E 28.29 / P � A. 4 1 �, - � � /\ � X24 , A � F � � V � �� \ �n� F \ � 1088�TILLWATER RD �G M� ti v I � e o / / V` \ - 7- \ v �"J \ L 117.�0, / o S .� / U NU 13' WIDE WELLBORN A - - - -COLLEGE STA ON, TX 77845 � -6 N \\ �L G O N48° 11' 55"W 4.99' v� P SUPPLY CORP ESMT \ � - � sr, ' V - L-116,60 - N A �7 A / PX \ / / \ _� 1'/OL. 234 PG: 3_ � � �� A / 0 P P � \ � � � / CL-116.60 � � A `� � � � P / VOL. 303, PG. 367 \ L o� / "� > �9 9pJ- N48° , 55"W 0 y \ / �� TIN wood CB S38°10'29"E / RoIE P ANK; -A, 38.51' \ U / / ) / L2 \ uV STOCK 42002'40.6 / ��0 �.�' T GE V ' 0 0 \ \ , / PROPOSED 20' PUBLIC v / R V \ / / / xF �/ Q N/E \ ) - % -� A� Co.- - I STOR4GE / �� �� / BUILD, G M / r �° Q O Q d- / / \ V/ A` X CURT/ F. LARD AN ANNA _ I / f \ L PROPOSED 20' 9� ° K�KM Y, X. AR9 \ \ \ \ � ) _ UTILITY ESMT T N �_ \ \ \ / ' �,_2g6 Io y A y�� �0x � y s V � / � / / �, PUBLIC UTILITY �� �9A // l \ CALLED 5 ACRES �� \ \ 7- - r - -� / - tie EASEMENT �s � �4.7 \ (359/193 PRBCT) \ \ � AlO PROPOSED 16 SNN / R 4� a o / \ \ T i //- ) 0K PUBLIC UTILITY g�. ti iU 3ti / �\ V �1 / � A LOT 2 / '�LH 0 >> / �� > eRI AND �, °� ` � IRS I \/ 9� �� �. EASEMENT o , / T HAM01E P ANK _ ���� T \V \ L - \ N/A � � ' / S41°�55' 19"W 40.5T 5 R C �V S'' � \ N3° 11' 52"W / 5•0' PROPOSED PA % _ � � -j l / \v - -� / -- T MAYER RICHA�D- �00N1FLLE -P, �P/ \ �3° 35.36' \ - - -�- / \ - A VOL. 2694,2,7 PG. 074 309 X 6° r A 0� A ' FA' �T �6 ,6, N41° 48' 05'E \ J / \. A \� �\ (LT i VO W 9 �R FH \ / I / -- / �y �l g 0 �& �j, 115.01' V - - ) / / \ \ / / ) \ v ��Z\ / 3/8"IMF �° (� ,N xO Tv PO �QSO � 0 Env o� �� 5 � PROPOSED 15" \ / � ��� _Y /I� ( /- - / - ,/i - ) �GMJ 9 �� / 0I 0 0 V vN /.� / y \ �f �i , �P�tiy�0, ASK o q) V \ /o`' / - DRIVEWAY CULVERT - � - / / / / \ -- r j' i / 0 / V5 0 F U X / b� o0 T O A / , E- ,-/ ) � /c A v 0 \ vCY ` OA � \ WV 000)% /, K �/ � EXIST WATER N/F / Y-- - I D / �E VOF, / v / _ BLOCK 1 / \ < T \ A `N� / \ CURTIS F. LARD 1 \ / ; ' - T T�s / P' 0 Y� X - \ / °h 7 xG , / METER TO BE CALLED 5.00 ACRES I eAK Rs�ADD�TION A , ' o e OSSF NOTES / 0 0 -1 y REMOVED i � � � - � / - o As�, 00 � �Q� � vP 0T/ 9V/ (41 \78 oPRecT) ', 380 105 DRBCT) yj° A x& / T 0 \ �� �I - - - - PROPOSED VARIABLE / ' \ °P KP VY G / RIGHT OF WAY 0 1. ALL LOTS SERVED BY AN ON -SITE SEWAGE FACILITY (OSSF) MUST COMPLY WITH COUNTY AND _ ,- - - � WIDTH PUBLIC UTILITY Wo�cP >AG Pi / ��3V / DEDICATION - / ?8 0 J N48° 11' 55"W 38.51' STATE MINIMUM LOT SIZING REQUIREMENTS. - -- EASEMENT W\ �. �0 - O` Q �0 ! � ) ( (0.142ACRES) / � i PROPOSED 8" ° �\ A EO L / ! / / 1/2° IRF \ J 2. ALL OSSF CONSTRUCTION REQUIRES AN APPLICATION FORM, FEE AND PLANNING MATERIALS BE r J P q� BENT 3' WIDE, ELLBGRN L I / / WELLBORN WATER LINE - �y ('' \ / ; SUPPL CORP ESMT SUBMITTED FOR REVIEW AND APPROVAL BY THE BCHD AND NO OSSF CONSTRUCTION MAY OCCUR / � � / /' ' / N VOLg1:T03, PG. 367 PLAN __ LOT 2 / d, i / N47° 54' 55"W 40.00' CWX :LjM1%�R PRIOR TO THE "AUTHORIZATION TO CONSTRUCT" PERMIT BEING ISSUED BY THE BCHD. THIS PERMIT ----/- - -/ \ - , I / V00 , -- / qe Y I/ I ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF l \ I F C YA- V / 11 . Y °X I \ 1 I PRE BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. _ -- -- � / C WE/ \, OG�� / / W\ / ti RQ�P xo 30' WIDE wE BORN l --- - f ,� �X \\ 0A, , �� i , SUPPLY CORP MT , FOR VZECORD 3. A SITE EVALUATION IS REQUIRED FOR EACH LOT WHERE AN OSSF IS PROPOSED. THE SITE ✓ / / A\� 1`� S41°48'05"W 39.92' / VOL. raa3: NO� -� A qv 0 Y Y 0 / P PG. 233 oPRecT EVALUATION MUST BE PERFORMED BY A STATE LICENSED SITE EVALUATOR OR PROFESSIONAL i -- \d 4P �9 N48°0441W 40.09, / � / i / T � N/F \ ENGINEER WHO VISITS THE PROPERTY AND CONDUCTS THE ANALYSIS REQUIRED IN SECTION §285.30. �' i / / / V ,R-C �� ,/ S 41'48'05" W P\ RYAN AND CASE SOL�9C� / / i - d / / -*\'CCOX � �� 3�1' CALLED 1.36 ACRED AND PRODUCES THE SITE DRAWING REQUIRED BY §285.5(A). i / oU Q \ � �� � ' , X CPU °L / s� �� I (18387/252 OPRBCT) 4. NO OSSF DISPOSAL FIELD IS TO ENCROACH ON THE 100 OR 150-FEET SANITARY ZONE OF - \ P° �N�O`E\ / / / \I -- /Gx aP e6xv,N 7 / RIGHT OF WAY PRIVATE WATER WELLS OR PUBLIC WATER WELLS RESPECTIVELY. THE REQUIRED SANITARY ZONE / /�`EPROROI 0 / / DEDICATION MUST BE CLEARLY DELINEATED AROUND ALL EXISTING PRIVATE OR PUBLIC WELLS LOCATED ON THE / / 'O i - / \d / P o / (0.037ACRES) SUBDIVISION PLAT OR WELLS LOCATED WITHIN 150 FEET OF A SUBDIVISION BOUNDARY ON �/ i Z N/F / / H - , IK / 1/2 INCH IRON Roq ADJACENT PROPERTIES � RICHAR,D J. MAYER DONIEL�E MAYER �� °� FOUND wlrH vEL w Q � V PLASTIC CAP STA ED CALLED 1.0�9 \CREIS ,\ a' / "RPLS 2972" FOUND 5. NO OSSF TANK OR DISPOSAL FIELD MAY ENCROACH ON THE SEPARATION DISTANCE TO SURFACE (V6. 2694,2707, PG. 074,309 ORBCT) / XN�� 1�� WATERS INCLUDING STREAMS, PONDS, LAKES, RIVERS, CREEKS, OR ANY OTHER SETBACK FEATURES 1) % \ oKO�AE, / ,,� > I INDICATED IN 30 TEXAS ADMINISTRATIVE CODE CHAPTER §285.91. (10) TABLE X. 1) \ 9 1 / / \ N F ° 6. NO OSSF TREATMENT, DISTRIBUTION AND COLLECTION LINES, OR DISPOSAL FIELD MAY ENCROACH � / / \,� / P/ RONALD POPE V, ET AL REMAINDER OF INTO A PUBLIC UTIUTY EASEMENTS (PUE). ENCROACHMENT INTO ANY UNDERGROUND OR OVERHEAD PROPOSED8" '/ / BALLED 8.5 ACRES / Ad (350/140 OPRBCT) PIPELINE OR UTILITY EASEMENT WILL NOT BE ALLOWED WITHOUT THE WRITTEN PERMISSION of ALL WELLBORN WATER LINE \ EASEMENT HOLDERS. ALL UNDERGROUND AND OVERHEAD EASEMENTS MUST BE CLEARLY DELINEATED i - / / / \ 1 / I - -( / L� ON THE SUBDIVISION PLAT. � / \ P\ 7. AREAS OF GROUND WITH >30 PERCENT SLOPE ARE NOT SUITABLE FOR INSTALLATION OF OSSF \ \- 1 / TANKS OR DISPOSAL FIELDS (>15 PERCENT SLOPE FOR SURFACE APPLICATION). 30 TEXAS T 30 �irW WELLBORN \ / SUPPLY EORP ESMT ADMINISTRATIVE CODE §285.4.(C) REVIEW OF SUBDIVISION PLANS SPECIFY SUBDIVISION PLANNING \ / / III VOLUME OPRB88�0CT' PG. 268, oPRecT' \ MATERIALS (1) MUST INCLUDE INFORMATION ON (B) TOPOGRAPHY, (C) FLOODPLA% AND (G) P\ SURFACE DRAINAGE. AREAS OF UNSUITABLE SLOPE, AREAS WITHIN SFHA ZONES A (FLOODPLAIN) OR --) COMPLEX DRAINAGE FEATURES AND DRAINAGE EASEMENTS SHOULD BE INDICATED ON THE P \- , Iq \ T SUBDIVISION PLAT FOR ANY PROPOSED LOTS WHERE THESE CONDITIONS EXIST AND MAY INTERFERE / - r\ 1': \ \ WTH coNSTRucTION of AN OSSF. /�� \ � I , % \ Curve Table Line Length Radius Chord Length Chord Bearing Delta C1 52.62 440.00 52.59 N26037 23" W 605106.8" C2 28.97' 335.00' 28.96' N25040'29"W 4057'19.4" C3 106.63 510.001106.44 S291113E 11058 46.8�� C4 9.28 265.00' 9.28 N47°° 1139' "�� W 2 00 21.4' C5 19.68 25.00 19.17 N 70° 37 40" W 45005 56.9" C6 19.68' 25.00' 19.17' S25031'43"E 45005'56.9" C7 21.41' 440.00' 21.41' N46041'02"W 2047'17.3" r- DRIVEWAY NOTE: l 0dd �- Know what's below. Call before you dig. 0 40 80 160 240 1"=80' A FIELD NOTES DESCRIPTION OF 18.07 ACRES IN THE WILLIAM DUNN SURVEY, ABSTRACT 108, IN BRAZOS COUNTY, TEXAS, BEING ALL OF THE REMAINDER OF A CALLED 20 ACRE TRACT OF LAND CONVEYED TO DANNY JOE SUSTAIRE IN VOLUME 17063, PAGE 171 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 18.07 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT IN THE NORTHWEST LINE OF NORTH DOWLING ROAD (RIGHT-OF-WAY APPEARS TO BE PRESCRIPTIVE IN NATURE) FOR THE SOUTH CORNER OF THE SAID REMAINDER OF 20 ACRES AND BEING THE SOUTH CORNER HEREOF, FROM WHICH THE CITY OF COLLEGE STATION MONUMENT CS94.114 BEARS S 280 03' 09" W, A DISTANCE OF 4,409.89 FEET; THENCE, WITH THE SOUTHWEST LINE OF THE SAID REMAINDER OF 20 ACRES, N 48° 04' 41° W, PASSING AT A DISTANCE OF 28.11 FEET A 1/2 INCH IRON ROD WITH A BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND BEING THE EAST CORNER OF OAKHURST ADDITION RECORDED IN VOLUME 380, PAGE 105, DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) AND CONTINUING WITH THE COMMON LINE OF THE SAID REMAINDER OF 20 ACRES AND OAKHURST ADDITION FOR A TOTAL DISTANCE OF 1,097.38 FEET TO A POINT WITHIN A 6 INCH CEDAR FENCE POST FOUND ON THE SOUTHEAST LINE OF A CALLED 103 ACRE TRACT OF LAND CONVEYED TO THE TEXAS A&M UNIVERSITY SYSTEM IN VOLUME 81, PAGE 180 (DRBCT), FOR THE NORTH CORNER OF OAKHURST ADDITION AND BEING THE WEST CORNER OF THE SAID REMAINDER OF 20 ACRES AND THE WEST CORNER HEREOF; THENCE, WITH THE COMMON LINE OF THE SAID REMAINDER OF 20 ACRES AND SAID 103 ACRES, N 41 ° 40' 45" E, FOR A DISTANCE OF 795.30 FEET TO A POINT WITHIN A 6 INCH CEDAR FENCE POST FOUND FOR THE NORTHWEST CORNER OF A CALLED 5.000 ACRE TRACT OF LAND CONVEYED TO 10468 DOWLING, IN VOLUME 18255, PAGE 247 (OPRBCT) AND BEING THE NORTH CORNER OF THE SAID REMAINDER OF 20 ACRE AND THE NORTH CORNER HEREOF; THENCE WITH THE COMMON LINE OF SAID 5.000 ACRES AND THE SAID REMAINDER OF 20 ACRES S 48° 04' 41" E, PASSING AT A DISTANCE OF 1,081.68 FEET A 112 INCH IRON ROD FOUND AND CONTINUING FOR A TOTAL DISTANCE OF 1,099.08 FEET TO A POINT IN THE NORTHWEST LINE OF NORTH DOWLING ROAD FOR THE EAST CORNER OF SAID REMAINDER OF 20 ACRES AND THE EAST CORNER HEREOF; THENCE ALONG THE NORTHWEST LINE OF NORTH DOWLING ROAD AND WITH THE SOUTHEAST LINE OF THE SAID REMAINDER OF 20 ACRES, S 41° 48' 05" W, FOR A DISTANCE OF 274.28 FEET TO A POINT FOR THE EAST CORNER OF A CALLED 0.98 ACRE TRACT OF LAND CONVEYED TO DANNY JOE SUSTAIRE IN VOLUME 17063, PAGE 171 (OPRBCT); THENCE, WITH THE COMMON LINE OF THE SAID REMAINDER OF 20 ACRES AND SAID 0.98 ACRE FOR THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1 N 48 11.55., W PASSING AT A DISTANCE OF 15.87 FEET A 1 INCH IRON PIPE FOUND BENT AND CONTINUING FOR A TOTAL DISTANCE OF 271.50 FEET TO A 4X4 INCH WOOD FENCE POST; 2) S 41° 24' 04" W, FOR A DISTANCE OF 157.49 FEET TO A POINT FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS S 48° 11' 55" E, A DISTANCE OF 1.00 FEET; 3 S 48° 11 55 E PASSING AT A DISTANCE OF 255.63 FEET A 1 INCH IRON PIPE FOUND BENT ANC CONTINUING FOR A TOTAL DISTANCE OF 270.40 FEET TO A POINT ON THE NORTHWEST LINE OF NORTH DOWLING ROAD, FOR THE SOUTH CORNER OF SAID 0.98 ACRES; THENCE ALONG THE NORTHWEST LINE OF NORTH DOWLING ROAD AND WITH THE SOUTHEAST LINE OF THE REMAINDER OF SAID 20 ACRES, S 41° 48' 05" W, FOR A DISTANCE OF 161.09 FEET TO A POINT FOR THE EAST CORNER OF A CALLED 1.00 ACRE TRACT OF LAND CONVEYED TO BRANT D. BUCHE AND CUNTHIA BUCHE IN VOLUME 11551, PAGE 292 (OPRBCT); THENCE, WITH THE COMMON LINE OF SAID 1.00 ACRES AND THE SAID REMAINDER OF 20 ACRES FOR THE FOLLOWING THREE (3) COURSES AND DISTANCES: 1) N 48° 11' 55" W, PASSING AT A DISTANCE OF 15.04 FEET A 5/8 INCH IRON ROD FOUND AND CONTINUING FOR A TOTAL DISTANCE OF 269.27 FEET TO A 112 INCH IRON ROD WITH A BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND; 2) S 41° 24' 04" W, FOR A DISTANCE OF 161.31 FEET TO A 1/2 INCH IRON ROD WITH A BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND; 3) S 47" 54' 55" E, PASSING AT A DISTANCE OF 268.15 FEET A 1/2 INCH IRON ROD WITH A BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND AND CONTINUING FOR A TOTAL DISTANCE OF 268.15 FEET TO A POINT ON THE NORTHWEST LINE OF NORTH DOWLING ROAD; THENCE, ALONG THE NORTHWEST LINE OF NORTH DOWLING ROAD AND WITH THE SOUTHEAST LINE OF THE SAID REMAINDER OF 20 ACRES, S 41° 48' 05" W, FOR A DISTANCE OF 39.81 FEET TO THE POINT OF BEGINNING HEREOF AND CONTAINING 18.07 ACRES, MORE OR LESS. NEW DRIVEWAYS ARE NOT ALLOWED ON NORTH DOWLING ROAD AND MUST ACCESS BREEDLOVE ROAD. EXISTING DRIVEWAYS MAY REMAIN. SITE INFORMATION OWNER/DEVELOPER: EB EXQUISITE DEVELOPMENT LLC CRAIG. BREED28@GMAT L.COM PH: (979) 777-7953 ENGINEER: DANIEL BEAMON BEAMON ENGINEERING, LLC 16172 BENCH LANE BRYAN, TX 77807 SURVEYOR: KERR SURVEYING 409 N. TEXAS AVENUE BRYAN, TX 77803 LEGAL DESCRIPTION: PT OF LOT 1, WHITE CANYON ESTATES BRAZOS COUNTY, TX ADDRESS: 10566 NORTH DOWLING ROAD COLLEGE STATION, TX CURRENT LAND USE: AGRICULTURE PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL LAND AREA: TOTAL 18.07 ACRES # LOTS: 13 LOTS DENSITY: 0.7 LOTS/ACRE 70' RIGHT OF WAY ROADWAY CENTERLINE 7 35' 7 35' 16' 16' PUBLIC UTILITY PUBLIC UTILITY EASEMENT 9.4' 3' 7.6' 3' 12'O. 12' 3' 7.6' 3' 9.4' EASEMENT I I �, , �, � � - � � . � z 2" TYPE D HMAC BASE MATERIAL TO BE PLACED 6" GRADE 1 BASE TO ELIMINATE ABRUPT DROP 6" COMPACTED OFF FROM 2" HMAC STABILIZED SUBGRADE 2' OF BASE SHOULDER TO BE PROPOSED 8" WELLBORN ASPHALT PRIMED BOTH SIDES WATER LINE TYPICAL ROADWAY SECTION REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION �- &h,, GABRIEL SCHRUM, STAFF PLANNER 09/28/2023 REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION Zi 41 LUCAS HARPER, P.E., Engineer I 09/28/2023 Z 0 Z O � 000 U" 0LU _ N C5 LLI OHO ti LLJ� Z g U X a2 Z LU U- LU m Q M In Z~-°° W 'ab SEPTEMBER 26, 2023! U) 9 Z 0 Z U) in V C3 0 m Z 0 =3 J N co �: 0 Uj in m Z 0 Cc O z J c W=a WI.. MW W W V LU J O w 0 m U) Z O W O a W U Cn w 0 0 z Z Q J 0. W a M 111111111111 J W W 0. DRAWN BY: JOB NO.: DPB 2023-NDR CHECKED BY: DPB SCALE: DATE: 11 SEPT. 26, 2023 O SHEET NO.: 1 OF 1 1111111111111111111111111111111111